Experimental Comparison of Statically and Cyclically Loaded Non-Slender Piles in Sand

Engineering

• Power Converter 100%
• Pile Diameter 100%
• Offshore Wind Energy 100%
• Diameter Ratio 100%
• Soil Parameter 100%
• Effective Stress 100%
• Overburden Pressure 100%
• Test Series 50%
• Monopile Foundation 50%
• Scale Test 50%
• Outer Diameter 50%
• Pressure Tank 50%
• Aluminum Pipe 50%
• Pipe Pile 50%
• Quasistatic Test 50%
• Soil Pile 50%
• Test Pile 50%
• Strain Gage 50%
• Design Method 50%
• Cyclic Loading 50%

Keyphrases

• Offshore Wind Energy Converter 66%
• Hollow pile 33%
• Flexible Behavior 33%
• Great Uncertainty 33%
• Pile Test 33%